This calibration tool is designed to meet the IrrigationNZ: NZ Irrigation System Performance Assessment Code of Practice – Part E: Sprayline. Download the code for more guidance. For a simple quick check, see the Sprayline Calibration tool.
NOTE: IRRIG8 does not store your data or keep any records. Leaving or refreshing this page will delete all your data, so print reports and export the data or graphs if you want to save them. To have a copy you can reload and edit, download the Save Session csv file and save it. This tool lets you upload it again to automatically repopulate all your data.
Beta version: See disclaimer at foot of page
🚿 Sprayline Evaluation v1.0.0
Performance assessment of single and multiple spraylines following the IrrigationNZ Code of Practice Part E, Section 3
Save everything entered on all tabs, plus the results, to a CSV file on your computer. Load it later to fill the calculator back in and recalculate.
| Hydrant | Name / position | Pressure |
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With the whole set operating: at the first test point or sprinkler downstream of the hydrant, at a sprinkler in the middle, and at the last sprinkler. Include the highest and lowest parts of the field. Use a pitot gauge at a sprinkler. If regulators are fitted, read the sprayline pressure upstream of the regulators (sprayline pressure cannot be inferred from readings at a regulated sprinkler); sprinkler pressure is then taken as the lower of that reading and the regulator setting.
| # | Sprayline name / position | First | Middle | Last |
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Flow q = Kd × p^x. Used to turn the sprayline pressures into flows (pressure distribution uniformity). Determine Kd and x from the test below, or enter the manufacturer’s values. Without either, x = 0.5 is used (the Code’s value for most sprinklers); Kd is then only needed for flows in litres.
At least four adjacent sprinklers of the same specification near the middle of one sprayline, avoiding the inlet end. Shroud each with a loose hose and collect for at least 30 seconds or 20 litres. Repeat with the sprayline pressure changed by about 20%, then reset the system.
| # | Pressure | Volume (L) | Time (s) | Adjusted pressure | Volume (L) | Time (s) |
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Measured flows from sprinklers spread along the length of a sprayline. Four or more give a measured flow distribution uniformity (QDUlq), which is used in the field DU instead of the pressure-derived value.
| # | Position (m) | Pressure | Volume (L) | Time (s) |
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A collector identical to the test collectors, with a known volume of water, placed upwind of the test area. Each wet collector is corrected by the evaporation rate × the time from when the system was shut off to when it was read.
A grid of collectors between three correctly working adjacent sprinklers on a representative part of the sprayline. Rows run across the sprayline; the first row is half a row spacing from the first test sprinkler and the last half a row spacing from the third (e.g. 5 rows over 2 sprinkler spacings).
In each row the first collector is half a collector spacing off the sprayline and the last is half a spacing outside the wetted radius, on both sides. Shut the system off before reading collectors.
📄 Import Collector Readings from CSV (optional)
Columns: Row (1–10), Side (L or R), Distance from the sprayline (m), Volume (mL), Time read (hh:mm, optional), Exclude (yes/no, optional), Reason (optional). A header row is allowed. Replaces the readings of the rows in the file.
What is calculated (Code Part E, Section 3.2)
- Evaporation- and overlap-adjusted depths; grid DUlq and Christiansen CU; alternate sets and DU at other lane widths
- Pressure-derived flows and pressure DU, or measured flow DU
- Field DU (Clemmens–Solomon) and the excess water use factor
- Test, equivalent and total system depths; mean and high-quarter intensity; set flow
- Pressures, adjusted run time for the set and for each sprayline
